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Connecting structure of solid precast pile and bearing platform and construction method of connecting structure
The invention discloses a connecting structure of a solid precast pile and a bearing platform and a construction method of the connecting structure. The connecting structure comprises an end plate arranged at the top of the solid precast pile, and first anchoring steel bars or profile steel, wherein an anchoring cavity is formed in the top of the solid precast pile, a cementing material is pouredinto the anchoring cavity, an open hole corresponding to the anchoring cavity is formed in the end plate, one ends of the first anchoring steel bars or profile steel penetrate through the open hole ofthe end plate to be fixedly connected with the cementing material in the anchoring cavity in a coagulation mode, and the other ends are connected with the bearing platform. The connecting structure of the solid precast pile and the bearing platform is convenient to install and more direct and reliable in stress performance. According to the construction method of the connecting structure, the precast pile and the bearing platform can be efficiently and stably connected together, connection is firm, and installation is convenient.
本发明公开了一种实心预制桩与承台的连接结构及连接结构的施工方法,包括设置于实心预制桩顶部的端板、第一锚固钢筋或型钢,所述实心预制桩顶部设有锚固空腔,锚固空腔内浇注有胶凝材料,端板上设有与锚固空腔对应的开洞,所述第一锚固钢筋或型钢的一端穿过端板的开洞与锚固空腔内的胶凝材料凝接固定,另一端与承台连接。本发明提供了一种安装方便、受力性能更加直接、可靠的实心预制桩与承台的连接结构;本发明连接结构的施工方法,可以高效稳定的将预制桩与承台连接在一起,连接牢靠,安装方便。
Connecting structure of solid precast pile and bearing platform and construction method of connecting structure
The invention discloses a connecting structure of a solid precast pile and a bearing platform and a construction method of the connecting structure. The connecting structure comprises an end plate arranged at the top of the solid precast pile, and first anchoring steel bars or profile steel, wherein an anchoring cavity is formed in the top of the solid precast pile, a cementing material is pouredinto the anchoring cavity, an open hole corresponding to the anchoring cavity is formed in the end plate, one ends of the first anchoring steel bars or profile steel penetrate through the open hole ofthe end plate to be fixedly connected with the cementing material in the anchoring cavity in a coagulation mode, and the other ends are connected with the bearing platform. The connecting structure of the solid precast pile and the bearing platform is convenient to install and more direct and reliable in stress performance. According to the construction method of the connecting structure, the precast pile and the bearing platform can be efficiently and stably connected together, connection is firm, and installation is convenient.
本发明公开了一种实心预制桩与承台的连接结构及连接结构的施工方法,包括设置于实心预制桩顶部的端板、第一锚固钢筋或型钢,所述实心预制桩顶部设有锚固空腔,锚固空腔内浇注有胶凝材料,端板上设有与锚固空腔对应的开洞,所述第一锚固钢筋或型钢的一端穿过端板的开洞与锚固空腔内的胶凝材料凝接固定,另一端与承台连接。本发明提供了一种安装方便、受力性能更加直接、可靠的实心预制桩与承台的连接结构;本发明连接结构的施工方法,可以高效稳定的将预制桩与承台连接在一起,连接牢靠,安装方便。
Connecting structure of solid precast pile and bearing platform and construction method of connecting structure
一种实心预制桩与承台的连接结构及连接结构的施工方法
CHEN GANG (Autor:in) / LI GUOJUN (Autor:in) / HAN JIANQIANG (Autor:in) / LI SHENGQI (Autor:in) / LI SHENGDI (Autor:in) / XIE XIONGMEI (Autor:in) / CHEN ZHEDONG (Autor:in) / LI JIANJUN (Autor:in) / LI DANTONG (Autor:in)
22.01.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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